Through the analysis of finite element example, we can see that the stress and deformation situation of buildings has improved significantly under the action of earthquake.
通过有限元算例的分析，可以看到在地震作用下建筑物的受力状态和变形情况有所明显改善。
Through experimental study and finite element analysis, we draw that the vertical holes in the hollow shear wall structure with seams lessen self-weight so as to lower the earthquake action.
试验研究和有限元分析得出：此种带缝空心钢筋混凝土剪力墙结构中竖向孔洞的存在减轻了结构的自重，因而降低了结构的地震作用。
The horizontal shear was taken as the main earthquake action in earthquake response analysis for subway tunnel.
在以往地铁隧道的地震反应分析中，地震作用一般以水平剪切为主；
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